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Application-Permit
Garfield County I NO. 10496 . Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address ss R \LEL ooc:t\-ll:l r NatureofWork Building Permit ~~~:r Z$0[3-36-00_3 Use of Building f>IF-w I pcitU:Y5 kat\-qoroqe Owner RB . \ior{'es l nc/ Contractor J2 \3 .~-kWY'(>'S Amount of Permit $ \ bq 5 · \ ~ Date.______,.~~· -_-1'---· -_6+-___ _ GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fax: 970-384-3470 j Inspection Line: 970·384-5003 \c-J'gk, Permit No: -"~'"'-"-~-'-"'--'----Parcel/Schedule No: f? f U £ f( B E fL J) F /6 I f.-lc$ ~ oAT P !C 1 tJf' ,Ve).0C«->f~t'OS?; "'5Y:S-X)-()(?)- 2 ,, 4 5 7 8 0 9 Garage: 0 10 a, Single Double 0 Alteration Addition 0 Move Carport: Cl On-Site Sewage /fi:l Site Plan 5 Disposal_ o Remove Cl Single 0 Double 11 Adjusted Valuations: {'JD /10J. leo o oo(!J 12 sr:_ci"Jif.':t/gs p LA)'.\ ~c; ;__o1 tvuJ 1-o !>"'-c...,..) ~cH • Jr. d· f7!72 [_I v F't f;o.J.T P ~IJ. NOTICE A SEPARATE ELECTRJCAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. 1HIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WlTHLN 180 DAYS,. OR. IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORif IS COMMENCED. ' ! HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GNE AUTHORITY TO VIOLATE OR CANCEL TilE PROVJSIONS OF ANY OTIIER SfATE OR LOCAL LAW R GU.l..A!!N~ CTION OR THE PERFORr CE OF CO U QN/ ..-:"7'?5 ,' -· Plan Check Fee: S-, I S -ISO~t:) Permit Fee: I 2-71 3 g--' Total Fee: Dated Permit Issued: I {o 15 ''1 occ Group'-J;:fL-c_ Const. Type: Zoning: Setbacks: Manu. Home: ISDS No. & Fee: AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACfOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF TI1E ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY VVITH-AJ:;L BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.20 l CRS AS AMENDED. THE SIGNER FURrHER AGREES TI1AT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNlY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF_ TI:IIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLIT!ES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONS! BILITY FOR THESE ITEMS AND IMPLEMENTATION. 'DURING CONSTRUCTION RESTS SPEC!FICIALLY WITH THE ARTICTECT. =~BUILDER. AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE 0\VNERS LNTEREST. ~h. \1\, II fee I HER~Y.( ~'IKN~· DGE THAT I HAVE READ AND uNDERsTAND mE AGREEMENT ABoVE oNrTIAL), -,~ :s-g ..0 + . U(,t()~ c a,se-::3 ~ 1:- ,.,... I?~:S. 62... ~t:: :?' J~~ "" The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made; · 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UPTO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupaq<j¥,1 lj~ <J-nd the issuance of a Certificate of Occupancy for the dwelling under building permit #_j"')/J-'""'-'-"\';~...!:.C:"'-- ~ Signature Bpapplicationoctober2006 Date VALUATION/FEE DETERMINATION Applicant . (2 -0 Address __________ _ Date ____ Sz...;;..· _,1'-'t....._-.;:.o_,_1 ___ _ Finished !Livable Area): Main /Z~Z.. Upper Lower 5 ¥&- Other Subdivision {2 1 v eJL b.v...-e/ Lot/Block Contractor Total Square Feet / £-Z.O J£ 71.f bf' · V alnation Basement: /3~ ""7/?,<..o I Garage: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Valuation Crawl Space: Valuation Decks/Patios: Covered 5£. X 7 '-{ :;. I ~ '1 L{ Valuation Open / &> (J Y /1---;:: / q 2 D ValuatiOn Total Valuation GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS Jn order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall berequired to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your proJect. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with 1 decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing j)l~ a roof framing plan, roof must be ·designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. l. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of30%or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes v"' 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a comer lot. Special setbacks do apply. Yes / 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes V 4. Does the site plan indicate the location and direction of the County or private road accessing the property? V 2 5. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Depa · g one is not necessary? You can contact the Road & Bridge Departmel}Jj 625-8601' J 01. ~ e (p I '8 -0 I q + Yes t/l £)<£/-I(PT 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? - Yes ~ 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes ~ 8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and sof~? Yes ~ -----'"'----- 9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wi~ Yes. _____ _ 10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructio_n? ~- Yes ___ ~=--- 11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes. _____ _ 12. Does the building section drawing or other detail include the method of positive connection of all columns _and J-eams? Yes '-.,../ ----=--- 13. Do.es the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpointbetween the ridge and eave of a gable or shed roof or the top of a fla~uilding height measurement usually not to exceed 25 feet) Yes. _____ _ 14. Does the plan include any stove or zero clearance fireplace planned for installation including 3 15. 16. 17. 18. 19. 20. 21. 22. 23. make and model and Colorado PhaseJI certifications or phase II EPA certification? Yes No _____ ~~------- Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? / / Yes No ____ ~l~~------- Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rgmns and/or basements comply with the requirements of the IRC? Yes V No _______ _ Does the plan include a window schedule or other verification that windows provide natural light and ventil~ion for all habitable rooms? Yes ~ No _______ __ Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes ~ No ______ __ Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on !~plan? Yes . V No ______ _ Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or coven'\)lts? Yes to/ No ------- Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will be accepted without it, but you run the risk or" the HOA bringing action to enforce the covenants, which can result in revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the Building Department prior to any action by the HOA that requires either revocation or substantial mo4ification of the plans. Yes l./ No _______ _ Will this be th7-0nly residential structure on the parcel? Yes (._../' No Ifno-Explain: ________ _ Have two (2) y:>mplete sets of construction drawings been submitted with the application? y es. ___ ..\,v<C_ ____ 4 24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? / Yes C-No ____ _ 25. Have you designed or had this plan designed while considering building and other construction co\];; requirements? Yes V No ____ _ 26. Do your plans comply with all .zoning rules and regulations in the County related to your properties zone di§trict? Yes ~ No ____________ _ 27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the'Garfield County Building Department? Yes ~ No ____ ~----- 28. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes ~ No ----- 29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building pen:g,i.t?....- Yes ~ No __________ _ 30. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in Jitf384-5003. Yes t../ No ____ __.c_ 31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.0J)..-re-inspection fee? Yes ~ No __________ _ 32. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of t}(e building? Yes V No _______ _ 5 33. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply withtherv- Yes No _____ _ 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you· as the homeowner are performing the work? The license number of the person performing the work will be required at time of aEJ:llicable inspection. Yes ~ No __ ~-------- 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on priorto submittal of a building ~pplication? Your attention in this is appreciated. Yes No ________ _ 36. Do you !mow that the local fire district may require you to submit plans for their review of fire safety issues? Yes V No (please check with the bnilding department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? ~ Yes ---"V __ _ 38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees have to be paid and the connections inspected by the service provider prior to the issuance of y-Certificate of Occupancy? Yes _....:V:..._ __ _ I hereby acknowledge that I have read, understand and answered these questions to the bes of my abilit . Phone: 'f70-99 ")-"LS"'"~cjdays); 9 20~ Cj'4s-5"""'L<£0 (evenings) Project Name:_----"'s='-S::::..,__· _,f_='t-"'I/_...F_...e,...,R"""o..L,LA"-r'--·__.p""-"R"-'-t"'"v..J.r:_ __ -___,_lf--'--"13"'--'-~-fAA_e"""-~' Project Address:_,Ls=__.,_S:_· ~R-""L""'V~E'--'J?'=-;:::;bO"-L...A"-l.Lr_· --i<k"-J.J-l?--~.f_,U'-'L=,...----- Notes: If you have answered "No" on any of the questions, you may be required to provide this 6 information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first .position for review, delay in issuance of the permit or delay in proceeding with construction. Bpminreq November2006 7 PLAN REVIEW CHECKLIST Applicant_-'YL'-=--'-(1"'-) ---~.\4-.-'-'~'-'-"':::::..1.' __ Date __ ""~---'l._,t..,.___-_,o"-']_.__ Building Planning/Zoning _tL:~ngineered Foundation __ Property Line S backs . *Driveway Permit 30ft Stream S tbacks ~Surveyed Site Plan ;v~ ~ s /....._.( -:;&-,"-' f.v-<.-( ~ ~Septic Permit and Setbacks ti.wl-.....,( V Graderiopography 30% ~ach Residential Plan Review List LMinimum Application Questionnaire ~ubdivision Plat Notes ---1"-ftFire Department Review _J_ Valuation Determination/Fees ~ed Line Plans/Stamps/Sticker -JYft-Attach Conditions _dpplication Signed ~Plan Reviewer To Sign Application Lrarcel/Schedule No. 440# Snowload Letter-Manf. Hms. ~ ·Soils Report GENERAL NOTES: --l{Su division Plat Notes - No. -+"\0-"-4~q-"--"'-· .-~..L.--- Job Address -· ~ \ \oe.r Assessor's Parcel No.~\"),.~-"jl\"3-"30-003 Date(;-J.-01- Owner \<.J~ -\J (!) VV\C'.:3 Phone # _._""--=--- Contractor R. b-it\.0~ G/JJ5 Phone# (}IS-s'?>?J:2 Setbacks: Front Rear RH _____ LH Zoning ----- 8] f 'fCS\\?lt'V'tCe wj Pat""®:s J-0 \-t ~fil~~~lffioNs Soils Test---..--:--::---:::::--~----- Footing 1·11-t> 1 /JriJ Foundation lo --zs:-01 ~ Grout ---------:-::---===--=--r-r-:- Underground Plumbing_ 10-;?.3-'D 7 Pifl- Rough Plumbing o?_·IS·P2J /()iVi.. Framing £.-IS'"-()$ /&?!}._ Insulation d..-9--S: -a§::: ~h 1< Roofing --"··...,..r--=--~-;-;;+--.,.,----- Drywall ·.:2-;;Lq'-"z;r:£ ~ Gas Piping 6?-i.fjdi£ ~ NOTES Weatherproofing __________ _ Mechanical ____ ___,:;;r--,----:-->,..,--........_...-- Eiectrical Rough (State) (11. /2 -t> 8' g;::: Electrical Final (State) '(5-..-JtJ.-C~ /Jp Finai/'L<-02 /Checklist CoJ!!Pieted? ~ Certificate Occupancy # { 0 \';")1--j-. . Date \_s<:,ut-:0 l·l'l·0'1 Septic System# __________ _ Date ------------Final ___________ _ Other--------------- (continue on back) COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at :JS: ~ /2_,. Permit No. --"-/CJ.:::::..__jlf"-'tl"'-'<GOL-____________ _ I have this day inspected this structure and these premises and found the following corrections needed: ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /-13-oCf 20 ___ _ Building Inspector~~ Phone (970) 945-8212 / INSF~CTION,WilliGT BE MADE biltlESS THBS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIIRED FOIR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued •• b.::'J:::9..!.:.:: .. zoned Area •••••••••.••••••.••..•.••••..•• Permit No .••. J9..~3b. .......... . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which tbis permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Insp.ector and IMMEDIATELY BECOME NULL AND VOID. Use 5/ f · ~~ pcii\02 ~ 0. \-tD.t\1\ecl t¥'tnQ@. Address or Legal Description ss-B\'-*1 ~* ~r. New Q<:.~.r.He Owner~ B n~VVIC~ \V\(; eontraeror R. \). \\ewe )\'\C . &et!me.~Js Front Side Si~u;.1 e ___ .......,.Re .. a1Lr ------ This Card Must Be Posted So It is Plainly Visible From The Stref<-Until Final Inspection. INSPECTION RECORD Footing if-11-&1 .. ~ Driveway ~--~~ .. ~~--~ Foundation /'1)-8-D} ~ 4/.Ja Underground Plumbing //·9--?J·o1 ~ Insulationj...;2N~O!?' Jbk Rough Plumbing ,J-~-~ Anv\.__+•D•ryw.._a.n • .;~_-;;J•Ci•f·.Zloiiflioi1 A::)tjoiiiooi1f'v"'!ioo!l!""!''"!"'!!.!'l""!-ti Chimney & Vent Q., l ;::;.r ~ C'.rm_ Electric Final (by State los ~)/7f' 'i"fr/c8 GasPiping ~-~~-n¢; ~)JV\. Final /·J:Yo9~~ <,.:,...o ~E~Ie·c•tr.iic;.R~ong~biiii(Biooyoi.S!-'I.;.atilii• .Jii!nl.sp"•:ll•t.:o<:.;;) .V:_,7-.,/i1(-lvi-!!S~ep·ti~. c"!F~i1111na~l""'"""'-ooi Framing .,?_-15.r0'6 ~ · Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 108 8th Street Glenwood Springs, Colorado APPR,.~ .20no NoT nEsT.RoY Tms cARD Date E/). ·Oi-By_...rr-6~-- IF PLACED OUTSIDE-COVER "~TH CLEAR. LASTIC SOILS AND FOUNDATION INVESTIGATION 16 RESIDENTIAL LOTS RIVERBEND BY THE RIVER GARFIELD COUNTY, COLORADO Prepared For: Mesa Structures P.O. Box 1989 Glenwood Springs, CO 81602 Attention: Mr. Steve Boat Job No. GS-2112 June 6, 1997 CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 945-2809 SCOPE This report presents the results of our soils and foundation investigation for 16 residential lots at Riverbend By The River in Garfield County, Colorado. We explored the subsurface conditions to provide foundation recommendations for single family buildings. This report Includes a description of the subsurface conditions found in our exploratory borings, recommended foundation systems and geotechnical criteria for them, design pavement .section alternatives and construction criteria for details Influenced by the subsoils. Our report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and our experience with similar conditions. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Our exploratory borings penetrated nil to 0.5 feet of organic clays or up to 4 feet of man made fill constructed with the on site sandy clays. The organic clays and fill were above stiff to very stiff, silty to sandy clays. The silty to sandy clays were underlain by dense to very dense, silty to sandy gravels with cobble and boulder in our borings TH-1, TH-5 and TH-7 through TH-12. No Free groundwater was found in our borings during our field investigation. 2. Depending on soils found at foundation elevation the buildings can be founded with footings on the undisturbed natural gravels or footings with a minimum dead load on the natural clays. Maximum allowable soil pressures and minimum dead load pressure recommendations are presented In the "Foundations" section. 3. Basement and garage floors will be slabs-on-grade. Slabs-on-grade floors can bear on the natural gravels or clay subgrade (see "Floor Slabs and Exterior Concrete Flatwork" section). All "topsoil", existing fill or other deleterious material should be removed from beneath slabs-on-grade floors. 4. Drive areas should be paved with either 5 inches of full depth asphalt or 3 inches of asphalt above 7 inches of aggregate base (see "Pavement Construction" section). MESA STRUCTURES CTL!T GS·2112 1 ~ LldJ 5. Good surface drainage is important. Grading plans should allow for surface drainage away from the buildings and off the surface of paved areas and should be maintained at all times to reduce wetting of subsoils (see "Surface Drainage" section). SITE CONDITIONS The subject site Is approximately 10.6 acres located on a alluvial terrace above and to the south of the County Road 335. The New Castle/1-70 interchange is approximately 2 miles to the west. The existing Riverbend subdivision is across County Road 335 to the southwest. Land to the south, east and west has not been built on. A wastewater treatment facility Is being constructed on property adjacent to the north with the Colorado River beyond. Ground surfaces at the site slope down to the north at grades measured and visually estimated at 2 to 6 percent. Vegetation consists of native grasses and weeds. Utility and infrastructure construction is In progress at the site. Roads have been roughed in and some fill has been placed in shallow drainages. An abandoned sewage disposal pond is being removed in the central part of the site. PROPOSED CONSTRUCTION Single family residential homes are to be built. The buildings will be one or two stories tall and wood framed. Basements will be an option. Basement and garage floors will be slabs-on-grade. Other floors in living areas will likely be structurally supported by the foundation with a crawlspace below. Foundation loads we assumed for our analysis were between 1000 and 3000 pounds per lineal foot on continuous footings and maximum interior column loads of 15 kips. We should be informed if actual construction is different than described above. MESA STRUCTURES CTUT GS·2112 2 SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling twenty-one (21) exploratory borings at the approximate locations shown on Figure 1. Our borings TH-1 through TH-16 were drilled for foundation analysis. Our borings S-1 through S-5 were drilled for pavement analysis. Drilling and sampling was directed by our engineering geologist who logged the soils and obtained samples for testing in our laboratory. Summary logs of our exploratory borings are shown on Figures 2 and 3. Our exploratory borings penetrated nil to 0.5 feet of organic clays or up to 4 feet of man made fill constructed with the on site sandy clays. The organic clays and fill were above stiff to very stiff, silty to sandy clays. The silty to sandy clays were underlain by dense to very dense, silty to sandy gravels with cobble and boulder In our borings TH-1, TH-5 and TH-7 through TH-12. No Free groundwater was found in our borings during our field investigation. We encountered auger refusal on cobble and boulder. In our opinion excavations for foundations and utilities can be accomplished with medium to large, heavy earthmoving equipment. We do not believe excavations into the granular soils will be more difficult at this site than at other sites in the locale. Estimated depths to gravels contours are presented on Figure 4. Laboratory testing to confirm f.ield classifications and determine physical characteristics of the soils was performed. Results of our laboratory testing are shown on Figures 5 through 7 and summarized on Table 1. SITE GRADING We understand that grading will be limited to that required to construct basements and foundations. We anticipate maximum excavation depths of 10 feet. No fill will be below foundations but may be needed to achieve subgrade elevations MESA STRUCTURES CTiJT GS-21 12 3 for garage floor slabs and exterior concrete flatwork. Areas to receive fill or bear slabs-on-grade should be stripped of vegetation, organic soils, existing fill or other deleterious materials. The resulting surface should be scarified to at least 8 Inches deep, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698). On-site soils free of organic matter, rock larger than 6 inches in diameter or other deleterious materials can be used as fill. Fill should be moisture conditioned to within 2 percent of optimum moisture content, placed in maximum 8 inch thick loose lifts and compacted to at least 95 percent of the standard Proctor maximum dry density. Fill placed in areas not to be built on can be placed as "common fill" and can be compacted to 90 percent of ASTM D 698. Excavation sides will need to be sloped or braced. We believe the gravels are Type C and the clays Type Bas described in the October, 1989 Occupational Safety and Health Administration (OSHA) Standard governing excavations published by the Department of Labor. The publication indicates that temporary slopes should be no steeper than 1.5:1 {horizontal to vertical) for Type C soils or 1 to 1 {horizontal to vertical) for Type B soils above the groundwater level. Soils removed from an excavation should not be stockpiled at the edge of the excavation. We recommend the excavated soils be placed at a distance from the top of the excavation equal to at least the depth of the excavation. Free groundwater was not encountered in our exploratory borings. Depending upon excavation depths and time of year water may be present. If free groundwater is encountered, we recommend the excavations be sloped to sumps where water can be removed by pumping. FOUNDATIONS At footing elevations (approximately 4 and 8 feet deep) our borings encountered stiff to very stiff, sandy clays or dense to very dense, sandy gravels MESA STRUCTURES CTLJT GS-2112 4 with cobble and boulder. Topsoil, existing fill or other deleterious material should be removed from beneath the building footprints. We judge the natural gravels to have excellent foundation support characteristics. Most of the clays tested exhibited a low to moderate swell potential. We recommend the buildings be founded with footings. At lots where gravels are exposed at foundation elevations, footings with a comparatively high soil pressure can be used. At lots where clays are exposed we recommend footings with a minimum dead load.. We have assumed light structures that are sufficiently flexible to withstand some differential foundation movement will be built. The recommended maximum soil pressures and dead load pressures presented below should result in total settlement on the order of one inch. Maximum differential settlement may be one half of the actual total settlement. The risk of excessive differential or localized settlement can be reduced by careful attention to drainage precautions discussed under "Surface Drainage". Where excavations expose the natural gravels at foundation depths, we recommend footings at a comparatively high soil bearing pressure. Where low to moderately expansive clays are exposed at foundation elevations we recommend footings with a minimum dead load. We were told that basements are planned for most lots. Excavations for basements would generally extend through the clays and expose gravels on lots 5 through 11. On lots 1 through 4 and 12 through 16 we believe footings will bear on the natural clays. Footings can be designed using the following criteria: Type 1 Foundation -Footings On Gravels 1. Footings bearing on the natural gravels can be designed for a maximum allowable soil bearing pressure of 5,000 psf. Material loosened during the excavation or forming process should be removed from footing areas or compacted prior to placing concrete; 2. Foundation walls for continuous footings should be reinforced top and bottom to span undisclosed loose soil pockets. We recommend steel reinforcement equivalent to that required for a simple span of 1 o feet. Reinforcement should be designed by a qualified structural engineer; MESA STRUCTURES CTL/T GS.2112 5 3. Minimum footing sizes are desirable. We recommend a minimum width of 16 inches for continuous footings and at least 2 feet by 2 feet for isolated column footings. Larger sizes may be required based on the structural loads; 4. The soils beneath exterior footings should be protected from freezing. We recommend footings be at least 36 Inches below finished exterior grades. The local building department should be contacted to verify required frost protection depth. Type 2 Foundation -Footings On Clays 1. Footings bearing on clays can be designed for a maximum allowable soil bearing pressure of 3,000 psf and a minimum dead load of 1 ,000 psf. Material loosened during the excavation or forming process should be removed from footing areas or compacted prior to placing concrete; 2. Where footing pads are used below bearing walls a 4-inch void should . be provided beneath the grade beam between pads to concentrate dead load of the building and to allow space for expansive soils to swell; 3. Foundation walls for continuous footings should be reinforced top and bottom to span undisclosed loose soil pockets. We recommend steel reinforcement equivalent to that required for a simple span of 1 o feet. Reinforcement should be designed by a qualified structural engineer; 4. The soils beneath exterior footings should be protected from freezing. We recommend footings be at least 36 Inches below finished exterior grades. The local building department should be contacted to verify required frost protection depth. FLOOR SLABS AND EXTERIOR CONCRETE FLATWORK We anticipate excavations will expose silty to sandy gravels or low to moderately expansive clays. We were told that basement floors will be slabs-on- grade. Floors in other living areas will be above basements. Garage floors and exterior concrete flatwork will be slabs-on-grade. The native gravels will provide excellent support for slabs-on-grade. Slabs-on-grade on expansive soils is unpredictable. Slight increases in moisture content of expansive clay subgrade can MESA STRUCTURES CTL/T G$-2112 6 cause considerable heaving and cracking of slabs-on-grade. The only reliable method to mitigate floor movement on expansive soils is to construct structural floors with crawl spaces below. Crawlspaces should be well ventilated. We believe, that slabs-on-grade will perform satisfactorily on the lots on which the clays are located as long as moisture increases in the subsoil is minimized. We recommend the following design and construction criteria for slab-on-grade floors: 1. Slabs-on-grade should be placed directly on the natural gravels or clay subgrade prepared as discussed above under "Site Grading". Topsoil, existing fill or other deleterious material should be removed from beneath slabs-on-grade and replaced with non-swelling structural fill with 100 percent finer than 3 Inches and a minimum of 20 percent silty and clay size particles (passing the No. 200 sieve) Fill should be moisture treated to 2 percent below to 2 percent above optimum moisture content, placed in maximum 8 inch thick loose lifts and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698); 2. Slabs-on-grade should be separated from ex1erior walls and interior bearing members. Vertical movement of slabs should not be restricted; 3. . Plumbing below the slabs should be pressure tested prior to placing concrete. Trench backfill should be moisture treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of the standard Proctor maximum dry density (ASTM D 698); 4. Mechanical systems placed on slabs-on-grade should be provided with flexible couplings to prevent movement from being transmitted to plumbing and ductwork. Plumbing which passes through slabs-on- grade should be isolated with sleeves; 5. Frequent control joints should be provided. The American Concrete Institute (ACI) recommends maximum joint spacing of 15 to 20 feet to control cracking. The above precautions will not prevent movement of slabs-on-grade floors in the event the soils become wet, but they will reduce damage when the movement occurs. MESA STRUCTURES CTL!f GS·2112 7 BASEMENT CONSTRUCTION Basement walls will be subject to lateral earth pressure. These walls are restrained and cannot move, therefore, they should be designed for the "at rest" lateral earth pressure. We assume on-site soils will be used as backfill. The native soils less than 4-inches in diameter are appropriate for backfill. Where the on site gravels are used as backfill an equivalent fluid density of 45 pcf can be used to calculate the "at rest" lateral earth pressure. Where the on site clays are used as backfill an equivalent fluid density of 55 pcf can be used. The lateral earth pressure values do not include allowances for sloping backfill, hydrostatic pressures or surcharge loads. The risk of wet basement conditions can be reduced by careful attention to drainage precautions and recommendations discussed under "Surface Drainage". Where footings bear on the natural clays, we recommend foundation drains to reduce the risk of accumulation of surface moisture adjacent to foundation walls. Drains should consist of a 4-inch diameter open joint or slotted pipe encased in free draining gravel. The drains should lead to a positive gravity outlet. A detail for a typical foundation drain is presented In Figure 8. PAVEMENT CONSTRUCTION The subgrade soils were investigated by drilling five (5) exploratory borings at the approximate locations shown as S-1 through S-5 on Figure. 1. Subgrade soils at each boring were sampled by our engineering geologist who directed field operations and logged the soils penetrated. Subgrade soils were sandy clays. Our laboratory investigation was designed to provide index properties of the soils sampled and subgrade support values which influence the pavement design. A sample of the clay from each boring was subjected to classification tests to determine a group index. The clays had liquid limits of 37 to 44 percent, plastic indices of 20 to 27 percent and 94 to 97 percent silt and clay size particles (passing the No. 200 sieve). Group index was 19 to 26. Laboratory test results are presented on Table A-1. We estimated a California Bearing Ratio (CBR) value of 4. MESA STRUCTURES CTL(T GS-2112 8 An equivalent daily load application {EDLA) of 3 which represents a design equivalent single axle load {ESAL) of 21,900 for a 20 year design period was used to determine the recommended pavement sections. Based on our calculations, we recommend 5.0 inches of full depth asphalt or 4 inches of asphalt underlain 7 inches of aggregate base in automobile parking or drive areas. We recommend a geotextile fabric between the clay subgrade and aggregate base. Prior to paving, the entire pavement subgrade shoul!i be scarified, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum standard Proctor dry density {ASTM D 698). Fill below pavement to achieve the subgrade elevations should be moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of ASTM D 698 maximum dry density. Import soils should be evaluated by our laboratory prior to trucking the material to the site. Before placing base course or full depth asphalt, we recommend the entire subgrade surface be proof rolled with a heavy (18 kips/axle) pneumatic tired vehicle such as a loaded ten wheel dump truck. Areas which deform excessively should be overexcavated and recompacted or otherwise stabilized. Pavements will require careful material and construction control. If a combination section is used, the aggregate base course should have a minimum R value of 78. The base course should be moisture conditioned to near optimum moisture content and compacted to at least 95 percent of maximum modified Proctor dry density (ASTM D 1557). Asphalt should have a total resistance (Rt) of at least 95 and should be compacted to 95 percent maximum Marshal density. We recommend the asphalt be designed with at least 1650 pound Marshall Stability. The oil content, void ratio and gradation need to be considered In the design. SURFACE DRAINAGE The performance of foundations and concrete flatwork is influenced by the moisture conditions in the subsoils. The risk of wetting foundation soils can be MESA STRUCTURES CTL/T G $.2112 9 reduced by planned and maintained surface drainage. Wetting or drying of open foundation excavations should be avoided. The ground surface surrounding the residences should be sloped to drain away from the residences in all directions. We recommend a slope of at least 12 inches in the first 10 feet. Plastic sheeting does not allow evaporation to escape and should not be used adjacent to the buildings. A geotextile fabric can .be used adjacent to the buildings for weed control which will allow evaporation to occur and therefore not increase the moisture content in the subsoils. Sprinkler heads should be no closer than 5 feet from the buildings and should be directed away from the buildings. Where buildings are founded on the clays we recommend landscaping within 5 feet of the buildings be with native fauna or other scheme with low irrigation requirements. Backfill of the foundation walls can be with on-site material, less than 4 inches in diameter, moisture treated to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks or extensions should be provided at all downspout discharge locations. LIMITATIONS Our exploratory borings were spaced to obtain a reasonably accurate picture of the subsurface. Variations in the subsurface conditions not indicated by our exploratory borings will occur. We should observe the completed excavations to confirm the soils are as anticipated from our exploratory borings. Our report was based on conditions disclosed by our exploratory borings, results of laboratory testing, engineering analysis and our experience. Criteria presented reflects the proposed buildings as we understand them. We should be MESA STRUCTURES CTUT GS-2112 10 advised if the final design differs from our assumptions to permit us to re-evaluate our conclusions and recommendations. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. (5 copies sent) MESA STRUCTURES CTL!f GS-2112 11 Parcel Detail Page 1 of3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorrire<l$\JierPmperty Search I Asse$sor Su_bset Ouenr I As.sessor S<~le.s_Search C!erk!~LRecordeLReceptimtSe!.!rch Parcel Detail I Value Detail I Sales_ Detail I Residential/Commercial Improvement Detail Land Detail I Photographs I Tax Area 1/ Account Number 1/ Parcel Number /1 Mill Levy I I 017 II R170391 II 21233433ooo3 II 38.984 I Owner Name and Mailing Address )RB HOMES, INC. I )POBOX 1989 I )GLENWOOD SPRINGS, CO 81602 I Legal Description JSECT,TWN,RNG:34-5-90 SUB:RIVERBEND I !SUB-DIV FLG 5 LOT:3 PRE:RO 17026 I IBK: 1046 PG:0539 BK:0960 PG:0266 I )BK:0958 PG:0275 BK:0952 PG:0742 I )BK:0777 PG:0742 BK:0772 PG:0729 I IBK:0549 PG:0172 BK: 1048 PG:0636 I . Location I Physical Address: !!NEW CASTLE I I Subdivision: !IRIVERBEND SUB-DIV FLG 5 I I Land Acres: 110 I Land Sq Ft: 1)15,067 I I Section II Township II Range I I 34 II 5 II 90 I http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R170391 5/8/2007 Parcel Detail Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 43,38011 I Improvements: II oil I Total: II 43,38011 l li=======S=a=le=D=a=te~: I _I Sale Price: I Basic Building Characteristics Number of Residential lo Buildings: Number of Commllnd jo Buildings: No Building Records Found Tax Information I Tax Year II Transaction Type I 2006 II Tax Payment: Whole I 2006 II Tax Amount I 2005 II Tax Payment: Second Half I 2005 II Tax Payment: First Half I 2005 II Tax Amount I 2004 II Tax Payment: Whole I 2004 II Tax Amount I 2003 I Tax Payment: Whole 2003 Tax Amount 2002 Tax Payment: Second Half 2002 Tax Payment: First Half 2002 II Tax Amount 2001 II Tax Payment: Second Half 2001 II Tax Payment: First Half 2001 II Tax Amount 2000 II Tax Payment: Second Half 2000 II Tax Payment: First Half 2000 II Tax Amount II II II II II II II II II II II II II II II II II II II II II http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R 170391 12,580) ol 12,580/ I I Amount I ($577.76)1 $577.761 ($289.10)1 ($289.10)1 $578.201 ($568.06)1 $568.061 ($638.66)\ $638.661 ($336.52)1 ($336.52)1 $673.041 ($318.99)1 ($318.99)1 $637.98/ ($239.68)1 ($239.68)1 $479.361 Page 2 of3 5/8/2007 Parcel Detail I 1999 II Tax Payment: Second Half II ($227.68)1 I 1999 II Tax Payment: First Half II ($227.68)1 I 1999 II Tax Amount II $455.361 Top of~ AssessoL.l2atahllse Se'lrchQptions I I_reasurer Database Search Q.ptli:mli Clerk& Recon:leLI2atah'lseSearcbOptions Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good]mnsSof!ware. http://www .garcoact.com/assessor/Parcel.asp? AccountNumber=R 170391 5/8/2007